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Engineering · Civil Engineering
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T he Inflow Ordinates of a flood hydrograph in a river reach are given as under Tillie | 0 | 12 | 24 |36- | 48 oo 72 | 84 |96 | 108 120 hrs Inflow 40 65 165 250 240 205 170 125 80 40 30 (m3/s)--1) 10 I he calculated values of Muskingum cocfnicient are CI-005, C3-0.45 C2 0S1 I. Calculate the balanced outflows ordinates for above given data Il. Calculate the instantancous and Cumulative storage in the reach during the above time period Draw the Eraph, showing the important parameters :/ -O

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